My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011284
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
2050
>
3500 - Local Oversight Program
>
PR0543791
>
ARCHIVED REPORTS XR0011284
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/1/2018 6:23:03 AM
Creation date
9/28/2018 5:05:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0011284
FileName_PostFix
XR0011284
RECORD_ID
PR0543791
PE
3526
FACILITY_ID
FA0003592
FACILITY_NAME
Aries Tek, LLC
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
St
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2050 E Fremont St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
192
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
BOREHOLE LOG CPT-8 <br /> STRATUS Project No.: 2005-2050-01 Site: Former A ache Plastics Facility Drilling Cam an : Gree In Situ,Inc. <br /> 2050 East Fremoftt Street, Stockton,CA Driller: Todd and Jorge <br /> Date: February 15& 16,2001 Field Geologist: Scott Bittin er <br /> Drilling Rig: CPT Drilling Method: CPT <br /> Borehole Diameter: 2 inches Soil Sample Equipment- 12-inch retractable <br /> Total Depth: 160 feet b s Water Sam2ling E ui ment: HvdropunchTm <br /> Well Completion Data <br /> Slotted Interval: Casing Material: <br /> Filter Pack Material: Casing Diameter: <br /> Seal Material: Slot Size: <br /> Backfill Material: Bentonite Cement <br /> Sample ID Depth Sample % Blow PID Soil Description: <br /> (ft.) Interval Rec. Count (ppm) Class. <br /> CPT8-44-5 44 43-44 95 0 CL SILTY CLAY,red brown,dryhand <br /> 49 47-51 . Water sam le atte t failed <br /> CPT8-62-W 62 60-64 Water <br /> CPT8-95-5 95 94-95 90 73 CL SILTY CLAY,red brawn,2-4%fine grained <br /> sand,moist, soft <br /> CPT8-112-W 112 110-114 Water <br /> OF— 125 124-125 0 Soil sample attempt failed <br /> CPT8-138-5 138 137-138 90 1 CL SILTY CLAY,li ht brown,2-4%fine grained <br /> sand,wet,stiff <br /> CPT8-152-W 152 150-154 Water <br /> CPT8-160-5 160 159-160 0 CL CLAY, light brown, dry,hard <br /> Ulmyt£ iZ 'taf'ra�Ay <br />
The URL can be used to link to this page
Your browser does not support the video tag.